CN101914947A - Novel frame-core tube combination structure system for high-rise - Google Patents
Novel frame-core tube combination structure system for high-rise Download PDFInfo
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Abstract
The invention relates to a novel frame-core tube combination structure system for high-rise, comprising a frame part and a core tube part. The system is characterized in that the frame part comprises frame steel posts (5) and frame steel beams (6); huge truss structures are arranged at two ends of the frame part along the long direction; a plurality of reinforcement layers are arranged on the frame part; steel support structures are arranged in the reinforcement layers along the short direction; each huge truss structure comprises huge truss posts (1) and inclined steel supports (2); each huge truss post (1) and each inclined steel support (2) are connected to form a huge steel and concrete truss system; steel support structures comprise short-direction steel supports (3) and short-direction steel support posts (4); and the short-direction steel supports (3) and the short-direction steel support posts (4) are fixedly connected to form a steel and concrete short-direction steel support system. The invention adopts measures to reinforce the lateral rigidity and the torsional rigidity on the basis of a frame-core tube structure system so as to be applied to higher high-rise buildings with larger height-width ratio.
Description
Technical field
The present invention relates to a kind of architectural structure system, particularly a kind of novel frame-core tube combination structure system for high-rise.Belong to the building structure technology field.
Background technology
At present, the middle body in building forms the core tube by going along with sb. to guard him between elevator hoistways, stair, ventilating shaft, cable shaft, communal bathroom, equipment component, and this core tube and framework form a framework-core barrel structure system, build with steel concrete.Framework-core barrel structure system has bigger rigidity, be suitable for highly bigger, very help structure stress, and has an extremely excellent shock resistance, and frame part can flexible arrangement partition wall position, simultaneously, the superiority of this structural system also is to strive for spacious as far as possible usage space, the central authorities of various assistant services space to the plane are concentrated, make the daylighting position of function of tonic chord volume exclusion the best, and reach that sight line is good, internal transportation effect easily, be the main flow form of structure that extensively adopts of highrise building in the world.But, stipulate in the existing building structural design specification, the maximum height that framework-core barrel structure system is suitable for is 160 meters, the maximum aspect ratio that is suitable for is 6, therefore, surpass for 6 the super highrise building for highly surpassing 160 meters, depth-width ratio, the rigidity of common framework-core barrel structure system is difficult to satisfy its requirement.
Summary of the invention
Purpose of the present invention, be to be suitable for highly and to surpass the problem that 160 meters, depth-width ratio surpass 6 super highrise building, a kind of novel frame-core tube combination structure system for high-rise that is applicable to high-rise building is provided in order to solve existing framework-core barrel structure system.
The objective of the invention is to reach by the following technical programs:
Novel frame-core tube combination structure system for high-rise, comprise frame part and core tube part, it is characterized in that: described frame part comprises framework steel column and framework girder steel, length at frame part is provided with huge trussed construction to two ends, be provided with several enhancement Layers at frame part, in described enhancement Layer, steel support structure be set along short; Described huge trussed construction comprises huge truss leg and tiltedly steel support, and this huge truss leg constitutes huge steel reinforced concrete truss system with oblique steel support and connection; Described steel support structure comprises that the short steel supports and the short steel strut, and formation steel reinforced concrete short steel support system is fixedlyed connected in described short steel support with the short steel strut; Partly form framework-core tube combination construction system by the huge truss system of huge steel reinforced concrete, short steel support system and core tube.
Purpose of the present invention can also reach by the following technical programs:
A kind of embodiment of the present invention is: described huge truss leg is a steel reinforced concrete structure, and tiltedly steel supports overall height along the short setting, and these oblique steel support with huge combined steel and concrete column forms huge truss system.
A kind of embodiment of the present invention is: described enhancement Layer is arranged on the middle part of frame part, along short steel is set at enhancement Layer and supports, and this steel supports with the framework steel column and forms the space truss system.
A kind of embodiment of the present invention is: the height of described framework-core barrel structure is 160 meters～350 meters; Ratio between the height and the width of this framework-core barrel structure is 6～12.
A kind of embodiment of the present invention is: the cross section that described oblique steel supports and the short steel supports is " worker " font or box.
The present invention has following outstanding beneficial effect:
1, the present invention is because on the basis of framework-core barrel structure system, to two ends huge trussed construction is set in the length of frame part, is provided with several enhancement Layers at frame part, along short steel support structure is set in described enhancement Layer; Strengthen anti-side rigidity, the torsional rigidity of works, when keeping framework-core barrel structure system advantage, improve the rigidity of framework-core barrel structure system, enabled to be used for super high rise building highly higher, that depth-width ratio is bigger, and still can satisfy the related request of standard.
2, the present invention is a steel reinforced concrete structure at huge truss leg, has both helped controlling column section, has improved bearing capacity again, and is convenient to be connected to become huge truss with huge batter brace.Adopt combination construction, aspect economy, be better than steel work.Structurally be important primary structure member not only, and constituted the important component part of elevation of building, realized the coordinating and unifying of building and structure.
Description of drawings
Fig. 1 is a plane structure chart of the present invention.
Fig. 2 is the side elevation schematic diagram of Fig. 1.
Fig. 3 is the partial cutaway schematic of space truss system of the present invention.
Wherein, the huge truss leg of 1-, the oblique steel of 2-supports, and 3-short steel supports, 4-short steel strut, 5-framework steel column, 6-framework girder steel.
The specific embodiment
Specific embodiment 1:
Fig. 1, Fig. 2 and Fig. 3 constitute specific embodiments of the invention 1.
With reference to Fig. 1, Fig. 2 and Fig. 3, present embodiment comprises frame part and core tube part, described frame part comprises framework steel column 5 and framework girder steel 6, length at frame part is provided with huge trussed construction to two ends, be provided with several enhancement Layers at frame part, in described enhancement Layer, steel support structure be set along short; Described huge trussed construction comprises huge truss leg 1 and tiltedly steel support 2, and this huge truss leg 1 supports 2 with oblique steel and connects and composes huge steel reinforced concrete truss system; Described steel support structure comprises that the short steel supports 3 and short steel strut 4, and described short steel supports 3 fixedlys connected formation steel reinforced concrete short steel support system with short steel strut 4; Partly form framework-core tube combination construction system by the huge truss system of huge steel reinforced concrete, short steel support system and core tube.
In the present embodiment, described huge truss leg 1 is a steel reinforced concrete structure, tiltedly steel supports 2 overall heights along the short setting, these oblique steel supports 2 are formed the middle part that the described enhancement Layer of huge truss system is arranged on frame part with huge combined steel and concrete column, along short steel is set at enhancement Layer and supports 3, this steel support 3 forms the space truss systems with framework steel column 5.The height of described framework-core barrel structure is 160 meters～350 meters; Ratio between the height and the width of this framework-core barrel structure is 6～12.The cross section of described oblique steel support 2 and short steel support 3 is " worker " font or box.
The present invention is applied to the embodiment of engineering practice: GuangZhou, China---Zhujiang River city.This project has been finished the working drawing design in 2008, finish and top out in March, 2010, and its high building is 71 layers, and is high 309 meters, and planar dimension (non-rectangle) is about 74 meters, and is wide about 29 meters, depth-width ratio 10.66.After determining structural concept by content of the present invention, must further finish the working drawing design, to determine every implementation detail.The present invention utilizes the huge truss along the building overall height, the steel of part storey setting to support, and has improved the rigidity of framework-core barrel structure system greatly, makes framework-core barrel structure system can be used in building highly higher, that depth-width ratio is bigger.
Need to prove that above-described embodiment is a preferred forms of the present utility model, the claimed technical scheme of the utility model is not limited to this specific embodiment.
Claims (5)
1. novel frame-core tube combination structure system for high-rise, comprise frame part and core tube part, it is characterized in that: described frame part comprises framework steel column (5) and framework girder steel (6), length at frame part is provided with huge trussed construction to two ends, be provided with several enhancement Layers at frame part, in described enhancement Layer, steel support structure be set along short; Described huge trussed construction comprises huge truss leg (1) and tiltedly steel support (2), and this huge truss leg (1) supports (2) with oblique steel and connects and composes huge steel reinforced concrete truss system; Described steel support structure comprises that the short steel supports (3) and short steel strut (4), and formation steel reinforced concrete short steel support system is fixedlyed connected in described short steel support (3) with short steel strut (4); Partly form framework-core tube combination construction system by the huge truss system of huge steel reinforced concrete, short steel support system and core tube.
2. novel frame-core tube combination structure system for high-rise according to claim 1, it is characterized in that: described huge truss leg (1) is a steel reinforced concrete structure, tiltedly steel supports (2) overall height along the short setting, and these oblique steel support (2) and form huge truss system with huge combined steel and concrete column.
3. novel frame-core tube combination structure system for high-rise according to claim 1, it is characterized in that: described enhancement Layer is arranged on the middle part of frame part, along short steel is set at enhancement Layer and supports (3), this steel supports (3) and forms the space truss system with framework steel column (5).
4. according to the described novel frame-core tube combination structure system for high-rise of the arbitrary claim of claim 1 to 3, it is characterized in that: the height of described framework-core barrel structure is 160 meters～350 meters; Ratio between the height and the width of this framework-core barrel structure is 6～12.
5. according to the described novel frame-core tube combination structure system for high-rise of the arbitrary claim of claim 1 to 3, it is characterized in that: the cross section that described oblique steel supports (2) and short steel support (3) is " worker " font or box.
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201010241959 CN101914947A (en) | 2010-07-30 | 2010-07-30 | Novel frame-core tube combination structure system for high-rise |
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| CN 201010241959 CN101914947A (en) | 2010-07-30 | 2010-07-30 | Novel frame-core tube combination structure system for high-rise |
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| CN101914947A true CN101914947A (en) | 2010-12-15 |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102337760A (en) * | 2011-07-11 | 2012-02-01 | 深圳市建筑设计研究总院有限公司 | Structure of outline reversing building |
| CN102409756A (en) * | 2011-11-28 | 2012-04-11 | 北京工业大学 | Steel tube concrete frame inbuilt steel plate core cylinder with soft steel sleeves at bottom and producing method of steel tube concrete frame inbuilt steel plate core cylinder |
| CN102454217A (en) * | 2011-11-08 | 2012-05-16 | 浙江东南网架股份有限公司 | Bunchy tube structure for concrete core tubes and integrally-assembled space steel grids |
| CN103410224A (en) * | 2013-07-31 | 2013-11-27 | 深圳市建筑设计研究总院有限公司 | SRC (steel reinforced concrete) system based inner-tube-free super high-rise building structure |
| CN104929242A (en) * | 2015-06-05 | 2015-09-23 | 广东省建筑设计研究院 | Hollow core tube structure system of high-rise building frame |
| CN111305379A (en) * | 2020-02-15 | 2020-06-19 | 中国人民解放军63921部队 | Super-high single-layer plant structure supporting system |
| CN111827574A (en) * | 2020-07-08 | 2020-10-27 | 浙江东南网架股份有限公司 | Construction method of giant inclined truss structure of high-rise building |
| CN112647596A (en) * | 2020-12-18 | 2021-04-13 | 浙大城市学院 | O-shaped chamfered edge multi-azimuth truss-frame-core barrel combined super-high-rise structure forming method and application |
| CN113006280A (en) * | 2021-03-09 | 2021-06-22 | 浙大城市学院 | Vertical face arc-shaped steel frame-support-based double-ring combined super-high-rise structure and forming method |
| CN113882507A (en) * | 2021-10-26 | 2022-01-04 | 中国建筑第二工程局有限公司 | Horizontal truss system containing giant arch and construction method thereof |
| CN115522636A (en) * | 2022-09-28 | 2022-12-27 | 广州市设计院集团有限公司 | Super high-rise steel structure system |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102337760A (en) * | 2011-07-11 | 2012-02-01 | 深圳市建筑设计研究总院有限公司 | Structure of outline reversing building |
| CN102337760B (en) * | 2011-07-11 | 2013-09-18 | 深圳市建筑设计研究总院有限公司 | Structure of outline reversing building |
| CN102454217A (en) * | 2011-11-08 | 2012-05-16 | 浙江东南网架股份有限公司 | Bunchy tube structure for concrete core tubes and integrally-assembled space steel grids |
| CN102454217B (en) * | 2011-11-08 | 2014-06-04 | 浙江东南网架股份有限公司 | Bunchy tube structure for concrete core tubes and integrally-assembled space steel grids |
| CN102409756A (en) * | 2011-11-28 | 2012-04-11 | 北京工业大学 | Steel tube concrete frame inbuilt steel plate core cylinder with soft steel sleeves at bottom and producing method of steel tube concrete frame inbuilt steel plate core cylinder |
| CN102409756B (en) * | 2011-11-28 | 2013-11-27 | 北京工业大学 | Steel tube concrete frame inbuilt steel plate core cylinder with soft steel sleeves at bottom and producing method of steel tube concrete frame inbuilt steel plate core cylinder |
| CN103410224A (en) * | 2013-07-31 | 2013-11-27 | 深圳市建筑设计研究总院有限公司 | SRC (steel reinforced concrete) system based inner-tube-free super high-rise building structure |
| CN103410224B (en) * | 2013-07-31 | 2015-07-01 | 深圳市建筑设计研究总院有限公司 | SRC (steel reinforced concrete) system based inner-tube-free super high-rise building structure |
| CN104929242A (en) * | 2015-06-05 | 2015-09-23 | 广东省建筑设计研究院 | Hollow core tube structure system of high-rise building frame |
| CN111305379A (en) * | 2020-02-15 | 2020-06-19 | 中国人民解放军63921部队 | Super-high single-layer plant structure supporting system |
| CN111827574A (en) * | 2020-07-08 | 2020-10-27 | 浙江东南网架股份有限公司 | Construction method of giant inclined truss structure of high-rise building |
| CN112647596A (en) * | 2020-12-18 | 2021-04-13 | 浙大城市学院 | O-shaped chamfered edge multi-azimuth truss-frame-core barrel combined super-high-rise structure forming method and application |
| CN112647596B (en) * | 2020-12-18 | 2021-12-24 | 浙大城市学院 | O-shaped chamfered edge multi-azimuth truss-frame-core barrel combined super-high-rise structure forming method and application |
| CN113006280A (en) * | 2021-03-09 | 2021-06-22 | 浙大城市学院 | Vertical face arc-shaped steel frame-support-based double-ring combined super-high-rise structure and forming method |
| CN113882507A (en) * | 2021-10-26 | 2022-01-04 | 中国建筑第二工程局有限公司 | Horizontal truss system containing giant arch and construction method thereof |
| CN115522636A (en) * | 2022-09-28 | 2022-12-27 | 广州市设计院集团有限公司 | Super high-rise steel structure system |
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Application publication date: 20101215 |